Hi-Target Surveying Instrument ZTS-360R Manual Download Page 12

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11. Adjustments and Corrections ................................ 113

11.1 Tubular Level ............................................................ 113
11.2 Circular Level ............................................................ 114
11.3 Reticle of the telescope .......................................... 114
11.4 The Perpendicularity of Collimation axis and

Cross axis (2C) ............................................................................. 115

11.5 Vertical plate index zero automatic

compensation ............................................................................... 117

11.6 Vertical index error (angle i) and set vertical

index 0 ............................................................................................. 118

11.7 Centering device ...................................................... 119
11.8 Addictive constant (K) ........................................... 120
11.9 The parallelism of collimation axis and

photoelectricity axis ................................................................... 121

11.10 Non-prism ranging .............................................. 122

12. Technical parameters .............................................. 124

Appendix A File format introduction (Sunway) .... 127

Appendix B Bi-directional communication ............. 129

Summary of Contents for ZTS-360R

Page 1: ... radiate radio frequency energy and if not installed and used in accordance with the instructions may cause harmful interference to radio communications However there is no guarantee that interference will not occur in a particular installation If this equipment does cause harmful interference to radio or television reception which can be determined by turning the equipment off and on the user is ...

Page 2: ... date of the instrument and your valuable suggestions to us after you purchase our product We will attach great importance to every piece of advices from you We will pay much attention to every detail of our products We will make great efforts to provide better quality Notice We reserve the right to change the technical parameters during updating and improving our products and we may not announce ...

Page 3: ... measuring this series total station can be directly to all kinds of material different colors of objects such as the structure of the walls poles wires cliff wall mountain clay wood etc for long fast high precision measurement This function is especially for the measurements of targets that cannot be accessed Special measurement program Our total station is equipped with some special measurement ...

Page 4: ... should be unloaded and charged once a month for extending its life If not the instrument will not be used for a long term When transporting the instrument you should store it in box and be careful to avoid extrusion collision and violent vibration A soft mat around the boxes is required for long distance transport When setting the instrument it s better to work with high quality wooden tripod for...

Page 5: ...the following security matters when using the instrument with non prism Warning Total station is equipped with rangefinders with laser level 3R IIIa which is recognized by the following logo recognition at the horizon axis locking knob of the instrument saying Class 3A Laser Product The Total Station is classified as Class 3R Laser Product and abides by the class of Laser Product according to IEC ...

Page 6: ...nstruments b Set up corresponding laser warning signs in the use of area range c Prevent anyone from looking directly into laser beams or watching the laser beams with optical device d In order to prevent laser damage to people the laser beams should blocked at the end of the working route In the limited area Hazardous distances where the laser beams through the laser beams should be terminated wh...

Page 7: ... the laser beams to the laser beam weaken until it does not harm people The built in rangefinder products equipped with Class 3R IIIa laser whose hazardous distance is 1000 meters 3300feet and in the distance the strength weakens to a Class 1 laser sightseeing beam eyes couldn t hurt ...

Page 8: ...3 1 On Off 16 3 2 Set up the tilt correction of horizontal and vertical angles 16 3 3 Set up the target Type 17 3 4 Set up the Reflecting Prism Constant 17 3 5 Signal 17 3 6 Set up the Atmospheric Correction 18 3 6 1 Set up the Atmospheric Correction value ppm directly 18 3 6 2 Calculate the Atmospheric Correction out with temperature and pressure sensor 19 3 7 The Correction of the Atmospheric re...

Page 9: ... and unloading of battery 26 4 4 Reflecting Prism 27 4 5 Loading and unloading of the pedestal 27 4 6 Adjusting eyepiece lens of the telescope and aiming the target 27 4 7 Entering letters and numbers 28 4 9 Notice for using U disk 31 5 Angle mode 32 5 1 Save 32 5 2 0set 33 5 3 Hset 33 5 4 Hold 34 5 5 Angle by repetition 34 5 6 Slope V 36 5 7 H Bz 36 5 8 L R 37 5 9 V mode 37 6 Distance mode 38 6 1...

Page 10: ...rdinate file 56 9 1 3 Station and backsight 57 9 1 3 1 Example for set station 57 9 1 3 2 Example for setting angle 60 9 1 4Measurement 62 9 2 Staking out 63 9 2 1 Staking out points 64 9 2 2 Polar coordinates 67 9 2 3 Resection 69 9 3 File manager 73 9 3 1 File Dialogbox 73 9 3 2 Import 77 9 3 2 1 Import from PC 77 9 3 2 2 Import from USB 79 9 3 3 Export 80 9 3 3 1 Export to PC 81 9 3 3 2 Export ...

Page 11: ... 1 Calibrate I E 98 9 6 2 Calibrate TILT X 98 9 6 3 Calibrate TILT Y 100 9 7 Config Instrument constant 100 9 8 Select code file 101 9 9 Gird scale 101 9 10 Communication 102 10 Roadway 103 10 1 Inputting Roadway 103 10 1 1 Horizontal alignment 103 10 1 1 1 Element method 103 10 1 1 2 Intersection method 106 10 1 2 Vertical alignment 107 10 2 Stake out road 109 10 2 1 Selecting Roadway File 110 10...

Page 12: ...5 Vertical plate index zero automatic compensation 117 11 6 Vertical index error angle i and set vertical index 0 118 11 7 Centering device 119 11 8 Addictive constant K 120 11 9 The parallelism of collimation axis and photoelectricity axis 121 11 10 Non prism ranging 122 12 Technical parameters 124 Appendix A File format introduction Sunway 127 Appendix B Bi directional communication 129 ...

Page 13: ...ing and aviation industries and other aspects of effective tools for precise positioning and installation The series total station is equipped with absolute code dial system integrated circuit control board ranging item and microcomputer for measurements of angle and distance and for calculation display depositing and etc It can exhibit horizontal and vertical angle slope and horizontal distance a...

Page 14: ...mes and functions of the components 2 1 Names of the components Horizontal clamping screw Coarse sighting device Number Display Battery box Horizontal tangent screw Base Circular bubble Handle Leveling screw ...

Page 15: ...3 Handle Objective lens Vertical clamping screw Vertical tangent screw Display USB port Fast measuring key RS 232 Communication port Leveling screw Base ...

Page 16: ...4 2 2 The information of the displays The sketch of display and keyboard in face left The sketch of display and keyboard in face right ...

Page 17: ...t or page up MENU Menu key Under the basic measurement interface down to the menu interface Under the other modes move the cursor right or page down Power key Power on off F1 F4 Soft Keys The characters at the bottom line of the display indicate the meaning of the soft keys 0 9 Number keys Input numbers or characters or choose the menu Star key In any measurement interface you can enter the star k...

Page 18: ...interface for input height The side key Fast measurement key This function is equal with it of the key MSR1 It works just in the measurement interface and does not work in the others Symbols on the display Symbols Indication Vz Zenith Mode Vo The mode that the vertical is displayed as zero when the telescope is level in normal Vh Vertical angle Mode it is 0 00 00 when the telescope is level The an...

Page 19: ...t Units in feet fi Units in American feet M Units inMIL X The magnitude of which is along the baseline in a point projection measurement The positive direction is from the starting point to the terminal Y The magnitude of which deviates from the base line horizontally in a point projection measurement Z Altitude of the target in a point projection measurement MdHD Maximum error of evaluated distan...

Page 20: ...e and coordinate of the current station and back sight station Settings Set the height of the instrument and the target STA Enter coordinates of the station where instrument is placed BBS Enter coordinates of the point where the target is Meas Start rangefinders to measure distance Save Start rangefinders when being under the Coordinate and Distance mode Then save the result of this measurement an...

Page 21: ...2 23 159 54 05 Rep Hold 2 3 F1 3 F4 F2 F3 F4 F4 F4 Page Soft key Reference Function 1 F1 Save Record the measured angle to the selected file F2 0set Set the horizontal angle as 0 F3 Hset Set your desired horizontal angle by inputting but the angle should not be greater than 360 F4 1 2 Display the second page of the soft key functions 2 F1 Hold Lock the horizontal angle readings F2 Rep Repeat to me...

Page 22: ...nticlockwise mode F3 VA Vertical Angle Mode altitude angle Vh Zenith Vz F4 3 3 Display the first page of the soft key functions The key is used to set contrast light compensator parameters of distance measurement and file selection It can work under the basic modes 2 3 2 Distance measurement mode Vz HR Mode 278 12 23 159 54 05 Meas Save 1 2 F1 3 F4 F2 F3 SD m m m Vz HR m f i 278 12 23 159 54 05 S ...

Page 23: ...rt Distance Mode F3 Mode Switch between four distance measurement mode single accurate measuring sngl repeated accurate measuring rept continue accurate measuring cont tracking track F4 P1 2 Display the second page of the soft key functions 2 F1 Offset Start offset measurement eccentric measurement F2 Stake Start staking out F3 m f i Switch distance units between meters feet feet inch F4 2 2 Displ...

Page 24: ...ent and record the measured data into the selected files measurement file File MEA or coordinate file File COO are selected in surveying menu or by star key F2 Meas Start coordinate measurement F3 Mode Switch between four distance measurement mode single accurate measurement sngl repeated accurate measuring rept continue measuring cont tracking track F4 1 3 Display the second page of the soft key ...

Page 25: ...at this is a good chance for you to select all files that the instrument may use When finishing single measurement a dialogue box asks you to save the measured point and you may rename and code the points or set target height The key ENT will save the coordinates into measurement files and the key save the coordinates in the measurement file and coordinate file at the same time according to the me...

Page 26: ...ight of laser plumb Reflect Press to set the reflector The options of reflector are switched between Prism Non prism NP and reflector board RB Laser press F3 to on or off the laser Para Press the key F4 to select parameters You can set settings of prism const PPM value and temperature and pressure and view the signal The setting of the distance measurement After you input the temperature and press...

Page 27: ...15 Temp Press Signal hpa Clear B S Enter F1 3 F4 F2 F3 Prism c mm PPM ppm Signal 20 1013 0 0 ...

Page 28: ...t strictly level In order to ensure the accuracy of the angle measurement try to use tilt sensor whose display can be used to level the instrument better If displaying Tilt over in the Vz column it indicates that the instrument beyond the range of the automatic compensation and needs to be leveled by adjusting foot screw Our series total station can correct the error of the vertical angle reading ...

Page 29: ...will not be erased after switching off the instrument After pressing Para key under star key mode a dialogue box would appear as followed Temp Press Signal hpa Clear B S Enter F1 3 F4 F2 F3 Prism c mm PPM ppm Signal 20 1013 0 0 3 5 Signal The function of signal is to display the intensity of signal of EDM Electrical Distance Measurement It can help achieve ideal aiming result under poor conditions...

Page 30: ...rature the surrounding atmospheric temperature Atmospheric pressure the surrounding atmospheric pressure PPM the calculated and predicted atmospheric correction The standard atmospheric value of our series Total Station i e the atmospheric conditions when the correction is zero Atm 1013 Pa Temp 20 The calculation of atmospheric correction S 277 825 0 29434P 1 0 003661T ppm In the formula S correct...

Page 31: ...tion in advance e g Temp 25 atm 1017 5 Press soft key Enter to move inserter to the Temp column and type in 25 0 Press soft key Enter to move inserter to the Press column and type in 1017 5 Press soft key Enter to move the inserter to the prism c column the PPM column now displays 3 Press ENT to save the parameter Our system will display Record name of the point and exit the dialogue box The point...

Page 32: ... H S sinα In the formula K 0 14 Atmospheric refraction coefficient can be selected according to actual Re 6370 km Radius of the earth curvature α or β The vertical angle counted from the horizon S Slope distance 3 8 Set up the minimum reading of the angle Refer to the operation Menu 5 Options 3 Other options 1 Mini Angle The interface as shown in picture below Mini Angle 1 1 Exit Enter 2 5 3 10 3 ...

Page 33: ... in no changes of settings 3 10 Set rectangle beep Refer to the operation Menu 5 Options 3 Other options 2 Rectangle Beep The interface as shown in picture below Rectanle Beep 1 Off 2 On Enter Exit 3 11 Set up the Addictive Constant and the Multiplying Constant Refer to the operation Menu F4 2 Config 1 Add const 2 Mul const The constants are already set through strict measurement when being sold Y...

Page 34: ...etup BBS Menu 1 Surveying 3 Setup BBS or Menu 2 Stake 3 Stake out Select file File MEA 123 MEA File COO 123 COO File COD 123 COD Select Save AAA MEA MEA ACB MEA New MEA Search Info Del TEST MEA 123 MEA MEA MEA Select Use or keys to move indicator to the wanted type of the file and press ENT soft key to enter the File list as shown above The file types are listed as below MEA Measurement File worki...

Page 35: ...ck the box 4 2 Set up the instrument Reference for operation Install the instrument onto the tripod gently then level and center the instrument to ensure the accuracy of the measurement result 4 2 1 Using plummets to center and level align 1 Set up the tripod Position tripod legs so that the plummet is aimed to the ground mark point Turn the focusing ring of the optical plummet to focus Make sure ...

Page 36: ...t and adjust leveling screw C to move the bubble to the center of the circular level center buble Screw C Screw B Screw A 4 Using the plate level to level the instrument precisely Loosen the horizontal locking screw and turn the instrument around until the plate level is perpendicular to a line shaped with screws A and B Adjust the screws A and B to make the bubble in the center of the level Screw...

Page 37: ...locking screw Make sure that the center of the tripod top is right above the station Stamp one foot on the ground with your feet 2 Install the instrument gently on the top of the tripod and screw up the screw connection Open the laser plummet through star key to aim at the station precisely 3 Using circular level to level the instrument coarsely 4 Using tubular level to level the instrument precis...

Page 38: ...temperature recharging time recharging and discharging times For safety we suggest you recharge the battery full or prepare several full batteries before operation The battery symbol only indicates power capability for current measurement mode The power consumption in distance measurement mode is more than in angle mode if the instrument enters into distance measurement mode from angle mode the po...

Page 39: ...ailable on the market so you can select them according to your requirements 4 5 Loading and unloading of the pedestal Unloading Unload the base by loosening the locking screw on the base with a screw driver and anti clockwise turn the screw around 180 Loading Put the three fixed feet of the instrument into the corresponding holes to make the instrument on the base Turn the clamping screw clockwise...

Page 40: ...he eyepiece focus to eliminate the optical parallax carefully 4 7 Entering letters and numbers This series total station has been equipped the key Mode which can be convenient to switch the input mode between letters and numbers Input letters Example 1 Take inputting file name in the surveying mode for example which needs to input SUN1A in the edit box 1 Press Num to switch to the mode of inputtin...

Page 41: ...B S Enter File SS 1 1 7 Press 5 SUN displays in the edit box Select file MEA COO Alph List B S Enter File SUN 8 Pressing Alph to switch to Num 9 Press 1 10 Pressing Num to switch to Alph 11 press 7 as shown below Select file MEA COO Alph List B S Enter File SUN1A Input numbers Example 2 Take Inputting the station in the surying mode for example which needs to input 123 456 in the edit box 1 Becaus...

Page 42: ...23 456 m m m 4 Of cause you can input finally to complete the input 5 After completing the input press ENT to record the input and end the edit box Input angles Example 3 Enter the Set HA interface which needs to input 123 45 56 in the edit box of HR Set HA Exit Clear B S Enter HR 1 The order of the keys 1 2 3 4 5 5 6 2 The result is as shown below ...

Page 43: ... confirm the input or press ESC to cancel it If it is over 360 a prompt box will appear Overtop 4 9 Notice for using U disk When running the program don t insert or pull out the U disk If you pull out the U disk when the instrument checking it the subsequent operations may cause error ...

Page 44: ...Rep Hold 2 3 3 F4 F2 F3 F4 F4 F4 F1 F1 5 1 Save Function Save the current angle to selected measured file After press F1 the interface of Information appears if you haven t select measured file there will be a interface of Select file MEA to let you select file which needs you the point name Pt N Code and target height T H The number of Pt N defaults to added 1 The code is input according to your ...

Page 45: ...set Asking Set 0 press ENT to set 0 or ESC to exit this operation In order to make sure the accuracy you may press ENT lightly 5 3 Hset Function Set the horizontal angle as wanted angle Press F3 to enter the interface of Set HA to set horizontal angle In the DMS of angle unit mode if you want to input 123 45 56 just input 123 4556 in the input box In the other angle unit mode input normally as sho...

Page 46: ...e remain the same After turning the alidade to aim at the target press the key F1 to set horizontal angle at a new position Hold No Yes HR 156 38 54 Set 5 5 Angle by repetition Function Under right horizontal angle mode you can measure angle repeatedly 1st meas starts 2nd meas starts 3rd meas starts 3rd meas End avg of 3 meas Is displayed 2nd meas End avg of 3 meas Is displayed 1st meas starts ang...

Page 47: ...alue of angle Aim at point A then press F1 0 set REP Angle No Yes Set 0 Press F4 Yes Count Ht Exit Oset Hold Hm HR 00 00 00 00 00 00 0 Aim at point B by horizontal motion and tangent screw Count Ht Exit Oset Rel Hm HR 120 20 00 120 20 00 1 120 20 00 Aim at point A again by horizontal motion and tangent screw and press F3 Rel ...

Page 48: ...s function just press F2 Exit then press F4 Yes to return the basic measurement Notice if the angle value compared with the fist measured is over 30 the error massage will appear 5 6 Slope V Function vertical angle switched with slope V Every time you press F3 V the display mode of vertical angle will be switched each other When the slop is over 45 it will tip Over Over measurement range 5 7 H Bz ...

Page 49: ...ed anticlockwise the horizon angle is decreasing 5 9 V mode Vz Zenith Mode Vh Vertical angle Mode it is 0 00 00 when the telescope is level The angle of elevation is positive and the angle of depression is negative Other instructions If the compensator is over the range of 210 then the vertical angle display box will tip you Over When setting horizontal angle which is azimuth of target point so yo...

Page 50: ...erface of Information appears if you haven t select measured file there will be a interface of Select file MEA to let you select file which needs you the point name Pt N Code and target height T H The number of Pt N defaults to added 1 The code is input according to your need but the target height according to actual situation You can press ENT to save data to measured file When the compensation v...

Page 51: ... 5 Stake out S O Enter the distance stakeout function DistStakeout SD VD HD HD m F1 3 F4 F2 F3 The keys F1 F3 is to select the stakeout mode After select the mode input distance HD then press Enter to enter the distance stakeout mode and you can press F2 to get the result of stakeout dsd is to stake out differences between slope distances measured and it expected A positive result indicates that t...

Page 52: ...e result indicates that the measured elevation difference is greater than the expectation value The lens should be moved downwards excavation Every time finishing the stakeout press F4 to enter the second page and you can press F2 to continue staking out or press DIST to return to the distance measurement mode m f i switch the units of the distance displayed between meter feet feet inch Other inst...

Page 53: ...ht S D Center of instrument Instrument height Station NO BC ZO HD Z VD Coordinates of unknown point N1 B1 Z1 Coordinates of the center of instrument NC BC ZC instrument height There are three interfaces which can be switched each other by pressing F4 The functions of the first interface are Save Meas Mode The functions of the second interface are Config BBS STA The functions of the third interface...

Page 54: ...e code is input according to your need but the target height according to actual situation You can press ENT to save data to measured file When the compensation value is over the instrument tips Tilt over and the angle data can t be saved Meas Press F2 to start rangefinder The instrument will calculates and display the result If the measurement mode is Cont or Track you can press ESC to stop measu...

Page 55: ... as shown in picture below Setting up BBS is to establish the relationship between the earth coordinate and x coordinate of instrument being used together with STA Function After setting the BSS and pressing ENT you need to aim at backsight point After pressing ENT the instrument will calculate the azimuth angle of the backsight point which is displayed in the HA horizontal angle column The coordi...

Page 56: ... to back to BSS interface STA In the second interface press F3 to enter the interface of inputting station Input station point name coordinates and instrument height STA EO NO m Clear B S Enter ZO m m List 306 254 201 345 1 254 Refer to the input of backsight Ofset In the third interface press F1 to enter the offset function Offset function is designed to obtain the coordinate of measured point wh...

Page 57: ...45 staking out function With this function you may put designed data onto earth points See reference in 9 2 Staking out Aver In the third interface press F3 to set the times of measurement ...

Page 58: ...rism at the point P which is the same horizontal distance away from the instrument The diagram for angle offset is as followed Instrument center Station A0 A1 Prism P HD f HD r HD r HD f HD r the horizontal distance between prism to instrument center HD f the horizontal distance between prism to instrument center When measuring the coordinate of the earth point A1 which is the projection of AO set...

Page 59: ...Result SD 11 775 HR 200 54 21 m Next P HD 11 773 Save VD 0 190 m m Then aim at offset point you can get its coordinates Pressing Next P to measure next point press Save to save the coordinates of offset point press ESC to exit 8 2 Offset Dist1 If have already known the front behind and left right offset along the direction of observation which from measured point A0 to target point A1 you may meas...

Page 60: ...st1 to enter the interface of Distance Distance Left Right OSD m B S Enter Front Behind OSD m Clear The relation between and is referred to the diagram of angle offset After input the known distance press ENT to enter the interface of Offset dist1 Prism Offset dist1 Prism SD HR 200 54 21 m T H Meas HD Mode VD After measuring press Enter to enter the result interface ...

Page 61: ...y useful when the measured point is exactly on the line of the two measurable points as well as the distance between measured point and the two measuring point is known Offset distance OSD A1 A0 Prism P0 Prism P1 Instrument center Station Firstly input the offset distance If the directions of P1 A0 and P0 P1 are same the distance value is positive otherwise it is negative In the menu of Offset sel...

Page 62: ...de HR 299 33 47 HD m Aim at the end point and press ENT after measuring The coordinates of measured points are displayed as shown in picture below Result N 0 749 Save Next P Exit E 2 026 Z 1 000 m m m If you need the coordinate of A0 you should set the height of prism as zero If you need the coordinate of A1 you should set the height of prism as the real height 8 4 Offset Plane This function is us...

Page 63: ...P1 with Prism P2 with prism P3 with prism In the menu of Offset select 4 Offset Plane to enter the interface of Offset Pt 1 Offset plane Pt 1 SD HR 200 54 21 m Meas HD Mode VD Press Meas to measure point 1 and press Enter to receive the measured data and enter to the interface of Offset plane Pt 2 Refer to the operation of measuring point 1 to get the data of point 2 and point 3 to enter the inter...

Page 64: ...ess Save to record the result Finally press key ESC to quit the Plane Offset measurement 8 5 Offset Column Firstly you should measure the azimuth angle and coordinate of P1 on the cylinder under this mode Then calculate the horizontal distance azimuth angle and coordinate of the cylinder by measuring the surface points of tangency P2 and P3 The average value of P2 and P3 is the azimuth angle of th...

Page 65: ...hen press Meas to start measure After measuring press Enter to receive the measured data and enter the interface of Offset Column L edge Offset Column L edge SD 4 570 HR 181 14 01 m HD 4 575 Enter VD 1 004 Press Enter Offset Column R edge SD 4 570 HR 181 26 16 m HD 4 575 Enter VD 1 004 After aim at the left edge press Enter to enter the interface of Offset column L edge After aim at the right edge...

Page 66: ...54 Offset column Center N 4 663 HR 179 59 39 m Next P E 0 117 Save Z 1 004 Press Next P to enter the next offset measurement Press Save to exit ...

Page 67: ...ss 1 the first option 1 Surveying will be done 9 1 Surveying Operation press MENU to enter the first page of menu then press 1 Surveying Select file MEA COO Num List B S Enter File AAA 1 Menu 1 Surveying 1 2 2 Stake 3 Fileman 4 Program 5 Options P1 Press F4 to enter the interface of Surveying then press F4 to turn to the second page Menu 1 Surveying 1 2 2 Stake 3 Fileman 4 Program 5 Options P1 Men...

Page 68: ...Firstly you must select a file for surveying When staring surveying it appears a dialog for select file Press F2 List to enter the interface of Select disk If you have inserted the Udisk it would be displayed Select Disk Exit Enter FLASH USB After selecting a disk press ENT to enter the interface of file list You can press F1 F4 to create view search and delete file AAA MEA MEA ACB MEA New MEA Sea...

Page 69: ...eying mode and coordinate measurement mode is common You can input or change the station point or orientation angle The two methods of setting station are as followed 1 Set station by using the data in memory 2 Input directly by keyboard Three methods of the orientation angle of backsight point are followed 1 Set backsight point by coordinate in memory 2 Input the coordinate of backsight point dir...

Page 70: ...ress F1 Input Surveying Setup STA Num B S Enter Pt n 1 4 Input point name and press F4 Set STA N0 100 000 No Enter Yes E0 100 000 Z0 10 000 m m m 5 The system checks the current coordinate file if checks it then display the coordinates and you can press F4 Yes to confirm the coordinates of station and exit to the interface of Setup STA ...

Page 71: ...ess F1 to input code then press F4 to confirm it Setup STA STA Save List Input STA Code I H PT1 TREE 1 000 m 8 Move the to I H column then input the instrument height and press F4 Enter Setup STA STA Save Input STA Code I H PT1 TREE 1 000 m 9 Press F3 Save with the station coordinates displayed Setup STA N0 100 000 No Enter Yes E0 100 000 Z0 10 000 m m m ...

Page 72: ... point by the following method 1 Enter the interface of BBS Setup BSS BBS Meas Search Input BBS Code I H 0 1 000 m 2 The screen displays the data set last time You can press F4 BBS Surveying Setup BBS NE AZ List Input Enter Pt n 1 3 Press F1 Input Surveying Setup BBS Num Input Enter Pt n PT2 4 Input point name press F4 Setup BBS NBS 100 000 No Enter Yes EBS 100 000 ZBS 10 000 m m m ...

Page 73: ...SS BBS Meas List Input BBS Code I H PT2 1 000 m 7 Press F3 Meas Setup BSS BBS Coord SD Angle Code I H PT2 1 000 m 8 Aim at the backsight point and select a key of measurement mode For example press F2 SD then measure the backsight point VZ HR 222 45 24 No Enter Yes SD 3 363 VD 3 078 m m HD 87 33 43 1 354 m 9 Press F4 Yes to finish setting backsight point The current settings will be saved in the m...

Page 74: ...as Pt n Num Search Input Enter Code T H 3 1 000 m Meas Pt n Num B S Enter Code T H 3 TREE 1 000 m F4 Enter List 3 Input target height I H then press Enter Meas Pt n B S Enter Code T H 3 TREE 1 000 m Meas Pt n Meas B S Ditto Code T H 3 TREE 1 000 m F4 4 Press F3 Meas here there are four methods for you to select which are Angle Dist Coord Ofset as shown in picture below Meas Pt n Coord Angle Ofset ...

Page 75: ...t point by pressing F4 Ditto or you can press F3 to select the measurement methods 8 Finishing measurement the data will be saved and youcan press ESC to exit 9 2Staking out Staking out is to find the earth point for the designing point The required process of staking out is as followed 1 You may select files for staking out The files can call the coordinates of station STA backsight BBS and the s...

Page 76: ...in the memory by point nane 2 Input coordinates directly Example for retrieving coordinates to stake out 1 In the first page of staking out press 3 Stake out S 0 Stake out Coord List Input Enter Pt n 3 S O 1 Setup STA 1 2 2 Setup BBS 3 Stake out P1 2 Press F1 Input to input point name Pt n then press Enter S O Stake out B S Enter Pt n PT1 m F4 Enter List Num S O Stake out B S Enter Pt n PT1 m List...

Page 77: ...ce from instrument to stake out point Aim at the prism center then press F1 Dist or F2 Coord 6 The rotation angle of the alidade will be calculated by the instrument HR dHR T H Mode Meas Next P HD m dHD m dZ 251 24 23 1 59 29 m HR dHR T H Mode Meas Next P dN m dE m dZ 251 24 23 1 59 29 m Dist Coord HR measured angle dHR the rotation angle when the instrument aiming at stake out point When dHR 0 00...

Page 78: ...ke out point dN measured coordinate N coordinate N stake out dE measured coordinate E coordinate E stake out dZ measured coordinate Z coordinate Z stake out 8 When the values of dHR dHD and dZ dN dE dZ are zero the staking out is completed HR dHR T H Mode Meas Next P HD m dHD m dZ 252 23 52 0 00 00 3 473 0 000 0 000 m HR dHR T H Mode Meas Next P dN m dE m dZ 252 23 52 0 00 00 0 000 0 000 0 000 m D...

Page 79: ...w point 1 Enter the second interface of staking out press 1 PolarCoord Meas S O 1 PolarCoord Meas 2 2 P2 2 Enter the interface of Select Stake out File and press F2 List Select Stake out File Num List B S Enter File 1 3 Press or to select a file AAA COO COO ACB COO New COO Search Info Del TEST COO 123 COO COO COO 4 Press ENT to confirm the selected file ...

Page 80: ... Code T H PL1 1 1 000 m 6 Aim at mew point and press F4 Meas to start measurement PolarCoord Meas HR Measuring N m E m Z 252 24 22 Sngl m 7 After measuring the measured coordinates is displayed You can press F4 Yes to save the measured value and the point name will be added 1 PolarCoord Meas HR No Enter Yes N m E m Z 252 24 21 1 532 0 486 0 174 m Yes ...

Page 81: ... following Resection by distance measurement Measure at least two known points Resection by angle measurement Measure at least three known points 1 Enter the second interface of staking out and press F2 Resection S O 1 PolarCoord Meas 2 2 2 Resection P2 2 Input the new point name Pt n code and target height I H New Pt Pt n B S Enter Code T H 1 1 1 000 m 3 Press F1 Input to input point 1 Here you c...

Page 82: ...t in this file tips None Pt n You can press F3 Coord to input coordinates then press F4 to confirm Resection No 1 N Pt n Clear B S Enter E Z 9 169 7 521 12 215 m m m Enter Resection No 1 N 9 169 No Enter Yes E 7 521 Z 12 215 m m m 5 Press F4 Yes to enter the interface of Input T H After input the target height T H press F4 ...

Page 83: ...09 30 102 09 30 1 000 m Dist Angle Aim at BS 7 Start measuring VZ Measuring HR SD m T H No 1 2 09 30 102 09 30 Sgnl 1 000 m 8 Enter the input interface of point 2 Resection NO 2 Num List B S Enter Pt n 2 9 According to step 5 step 8 when using Dist to measure the residual will be calculated Resection Resid Next P Calc dHD dZ 0 003 0 001 m m ...

Page 84: ... 52 09 30 102 00 30 10 953 1 000 m 12 You can press F4 Calc to check the result of resection and the standard deviations of the coordinates is displayed Unit mm St D D n Coord D e D z 4 6 1 mm mm mm 13 Press F4 Coord to view the coordinates of the new points Otherwise the coordinates will be saved in the coordinate file and as station coordinates Coord N 12 322 No Save Yes E 34 622 Z 1 577 m m m ...

Page 85: ...file dialogbox These operations involve the file list Select File Dialogbox to enter the interface of Select disk as shown in picture below Select disk 1 FLASH 2 USB Enter Exit After selecting the disk press Enter to enter the interface of file type as shown in picture below 1 File MEA 2 File COO 3 File COD 4 File LSH 5 File LSV 6 All file You can select different file list here you can press 6 to...

Page 86: ...files 1 View the file information Press Info to view the selected file as shown in picture below Press ENT or Exit back to the file list interface Info Name F01 MEA Exit Mode File MEA Size 449 B Data 23 2 Search file Press Search to enter the interface of Search as shown in picture below After input the file name press ENT If found it then back to the file list with the cursor at the file name or ...

Page 87: ...ew File COD 4 New File LSH 5 New File LSV New Press 1 New File MEA Num B S Enter File 2 4 Delete file After selecting a file press DEL to enter the interface of Del as shown in picture below Press ENT to delete file and press Exit to cancel to delete file and back to file list interface Del Exit Enter Del File 2 MEA Delete 5 View file When viewing the file data you can just view the measurement fi...

Page 88: ...st First Edit Turn N 328 263 E 656 365 Z 1 236 Press Edit to enter the interface of Information and you can just edit point name Pt n code Code and target height T H Notice can t edit the data of station and backsight then back to the last interface Pressing First can display the information of the first piece data Pressing Last can display the information of the last piece data Pressing can displ...

Page 89: ...ction can import the external ASCII coordinate file and code file to instrument to save in binary format The types of file you selected are distinguished each other by extension So you must be careful about the file type or you will import unsuccessfully The interface of importing file as shown in picture below Type of import 1 Import from PC 2 Import from USB 9 3 2 1 Import from PC This function ...

Page 90: ...file press Enter to enter the interface of importing Baud Slow Fast Import File No 115200 123 COO The only column that can be set is the Baud The Baud available are 2400 4800 9600 19200 38400 57600 115200 with respect to the RS232C serial communication bus The bauds can be set with soft keys Fast and Slow Usually 115200 Baud is adequate for importing Import Import data The process of importing req...

Page 91: ...t the imported files must be in the PROJECT file and the file name must be letters numbers or together Or the file name can t be displayed normally Enter the importing interface as shown in the picture below Type of import 1 Import from PC 2 Import from USB Press 2 to enter the interface of Import data interface as shown in picture below Import data 1 Receive COO 2 Receive COD As an example of imp...

Page 92: ...XT selected is saved according to the Pt N E Z Po you can press 1 to enter to the next interface Input new filename Num B S Enter File SUA COO The filename extension of imported file will be changed as coo automatically which is the standard coordinate filename extension in instrument Input the new filename after importing and press F4 After pressing Enter there is Transforming displaying and the ...

Page 93: ...rieve you may not input extension the file when exported will defaults it s format as MEA Select file MEA Num B S Enter File 1 MEA List After selecting the measured file press Enter or ENT to enter the interface of Select format The format of Sunway that the transmission software our instrument equipped can receive and analysis But the format of SSS means the format of Topcon GTS 7 which you can t...

Page 94: ... be measurement and coordinate or can t be exported When exporting file the computer must receive firstly The format of exported file is ASCII The instruction of Sunway which you can refer to Appendix B 9 3 3 2 Export to USB 1 Enter the interface of exporting file to USB as shown in picture below Export data 1 Send MEA 2 Send COO 2 AS an example of measurement data press 1 to enter to the next int...

Page 95: ...CT in the U disk If there is a same name file in the Udisk it will tip After you pressing F4 the measurement file will be read and transferred to be saved with text format in the U disk The export of coordinate file refers to it of measurement file 9 3 3 3 Export with Mini USB port Connect the MinUSB cable between computer and instrument After connecting the interface as shown in picture below Con...

Page 96: ...isplay the available space of the system disk The unit is KB 1 KB can story 10 pieces of measurement data 9 3 6 Update This function is for you to upgrade the software of the instrument Press 1 on the second page of Fileman to enter the interface of updating as shown in picture below B S Enter PIN Clear 1 Input PIN 82543 then press ENT with the instrument shutdown 2 Connect the instrument to the c...

Page 97: ...power button on the instrument The page of hyper terminal is as followed Note you must be specifically cautious when updating As soon as you choose to update the instrument will enter updating mode If pressing key 3 under the page shown below the previous program may be resumed ...

Page 98: ...tal station software and click Send on the computer 6 Then the computer displays the process of sending After finishing updating display the operation menu again You can press 5 to update boot image and press 6 to update language 7 After update program boot image language press 3 to end the update and press power button to turn on the instrument to run the updated program ...

Page 99: ...e target point Under REM mode you can place the prism on any point along the plumb line of the target point to obtain the height of target VD Prism height prism P Target point C There are two modes for REM measurement Input TH and without TH You can select Input TH mode when you need the altitude from ground to target otherwise without TH when you need the altitude from any reference point to targ...

Page 100: ...ound to target VZ HD T H HR VD 77 18 33 169 11 14 0 000 m Then turn the telescope up and down to aim at the target point The VD column displays the elevation difference from the ground to the target point After measurement you may choose from three opts T H to alter the target height Hdist to re measure horizontal distance ESC to quit REM measurement You can choice according to the actual usage 9 ...

Page 101: ... the dialog of REM Altitude REM Altitude VZ SetVA HR VD 77 18 33 169 11 14 0 000 m HD Then turn the telescope up and down The elevation difference between the target and the reference point is displayed in the VD column REM Altitude VZ SetVA HR VD 77 18 33 169 11 14 1 657 m HD After the measurement you have three opts Set VA to re enter the REM Altitude page HDist to re measure the horizontal dist...

Page 102: ...e the value There are two modes of MLM 1 MLM A B A C measure A B A C A D i e the starting point is the reference point of all following points 2 MLM A B B C measure A B B C C D i e the previous point is the reference point of all the other points You may also have to choose Consider Grid scale or to Ignore Grid scale before choosing measurement mode MLM A B A C 1 Enter the interface of MLM A B A C...

Page 103: ...2 and MLM A B A C Result and can get the measurement result of first point and other point As to MLM A B B C it s calculation of start point is different which is the previous of the measure point but the other operation are same as MLM A B A C 9 4 3 Coord Z This function is that use the measured data of known points to calculate the Z coordinate of station and reset Z coordinate You can get the c...

Page 104: ...and enter the measurement interface of Coord Z No 1 Coord Z No 1 HR 170 12 23 Meas Enter HD VD m SD m m Mode 3 Press Meas to start measuring After measuring the measured value will be displayed and you can press Enter to confirm this measurement then the keys Next and Calc appears You can press Next to continue the measurement or Calc to enter the interface of Coord Z Result Coord Z Result BSA 170...

Page 105: ... Select Input to input point information here you can retrieve point Point Area N B S E m Z m 0 643 0 156 0 624 m Clear List Enter 3 After pressing Enter the point will be listed in the area measurement list as shown in picture below Area Del Meas Input Pt01 0 643 0 156 4 The same way above input the other points which will be listed to area measurement list Area Del Meas Input Pt01 0 643 0 156 Pt...

Page 106: ...e shape of the area 9 4 5 Projection X Y Station Unknown point Z Measured point Prism B Prism A 0 0 0 Diagram of Projection This function is used to measure the length X of the prism point deviation from the starting point of baseline distance Y of the prism point deviation from baseline and altitude difference Z of the prism point deviation from the starting point of baseline The preparation befo...

Page 107: ...rface of Setup Baseline press 1 Meas to enter the interface of Project Begin as shown in picture below Project Begin HR 50 02 17 Mode Meas Enter SD m HD m VZ 175 13 13 T H Press Meas to start measuring then press Enter to enter the interface of Project End Project End HR 55 53 34 Mode Meas Enter SD m HD m VZ 164 21 45 T H Press Meas to start measuring then you can press Enter to return to project ...

Page 108: ... 0 300 T H 1 079 0 002 m Press F4 Turn Project Survey SD 166 40 39 Meas Turn HD VD HR 0 754 T H 0 754 0 002 m The key T H is used for re inputting target height the key Turn using for switching the display between X Y Z or SD HD VD 9 4 6 Roadway See reference in chapter 10 Roadway 9 5 Options Menu of options Options 1 Unit options 2 Mode options 3 Other options Press 1 to enter the interface of op...

Page 109: ... Auto shut off 3 Rectangle Beep P1 Other options 1 K option 2 2 2 Beep P2 Taking EDM for example the interface as shown below EDM Mode 1 Single Enter 2 Rept 3 Cont 4 Track Exit Press or to move the to the options needed then press Enter to receive the select and save it to system file After shut on the instrument next the mode defaults as the selected mode The other settings are same as EDM Mode n...

Page 110: ...will ask you to Aim at a target F2 face right Following the same steps the instrument will then calculate the index error and display it Now press ENT to save the index error calibration done otherwise press ESC to quit previous I E remains 9 6 2 Calibrate TILT X When calibrating tilt please make sure that the tilt is off and the index error is little First place the instrument as picture shown be...

Page 111: ...the vertical angle to V0 with the help of vertical tangent screw Adjust the screw C to aim at the target precisely 4 Aim at the target F2 in the collimator with reverse telescope and record the current vertical angle as V1 5 Set the vertical angle to V1 3 with the help of the vertical tangent screw Adjust the screw C to aim at the target precisely and press ENT to confirm after a stable readout ap...

Page 112: ...ess Enter 9 7 Config Instrument constant Operations are permitted only when the instrument was tested strictly We recommend you to set it after it is tested by the factory or professional verification institutions Notice the multiplication constant is zero The input operation of additive constant Add const is same as it of multiplication constant Mul const Here take additive constant for example I...

Page 113: ...ment station scale factor 3 Grid scale factor of coordinate Grid scale factor of coordinate Altitude factor Scale factor Distance calculation 1 Grid scale distance HDg HD Grid scale factor HD distance on the ground 2 Distance on the ground HD HDg Grid scale factor 悬高测量棱镜点点名清空回退确认 77 18 33 169 11 14 4 351 m Grid scale Clear B S Enter Altitude Scale 0 999984 0 000 1 000000 m After input altitud...

Page 114: ...uetooth select 5 Communication on the second page of Menu Press 5 on the second page of Menu to enter the interface of Communication as shown in the Picture below 悬高测量棱镜点点名清空回退确认 77 18 33 169 11 14 4 351 m Communication 1 RS232C Exit Enter 2 Bluetooth You can set the communication as RS232C or Bluetooth Notice RS232 is used for bidirectional communication and the connector between PC and inst...

Page 115: ...strument from the external you may open the LS file through 1 Open Shape file You can choose the three opts after opening the LS file Stake out road Resume H curve or Resume V curve 10 1 Inputting Roadway The input of road design is divided two parts one of which is the input horizontal alignment and the other is vertical alignment The input data will be saved in the selected files whose maximum n...

Page 116: ...on method Select a line type if you don t input start point enter the interface of Define H Begin then you can select the other lie type to input After finishing the input press ENT to enter the interface of List of H curve Define H Begin Clear B S Enter N E Mark Note Do not define the length as 0 which indicates ending the alignment Input Line Define H Line Clear B S Enter AZ 0 0000 Len Input Cir...

Page 117: ...Define H Spiral Clear B S Enter R Len The R Radius indicates the radius of end point of spiral transition curve After inputting the Line Circle Spiral press ENT to receive the input and exit to Define H if you want to view the input press ENT to finishing inputting and enter the interface of List of H curve List of H curve 01ST View Save Add 02LI 10000 000 03CI 10100 000 04LI 10118 000 10000 000 m...

Page 118: ... Add to continue inputting after pressing ESC 10 1 1 2 Intersection method After choosing I P and finishing inputting Define H Begin you can press ENT to enter the interface of inputting intersection as followed N P1 E Clear B S Enter R A1 A2 0 Point PT Para A2 Para A1 Radius R Next point Former point PT is the intersection point of road The x of Px is the number of intersection point When inputti...

Page 119: ...the key ENT is invalid After finishing inputting press ESC to exit then enter the interface of List of H curve Press View then you can view the data input and edit data Press Add then you can continue alignment Repeat the steps above until complete the input After complete the horizontal alignment return to the Roadway menu if you want to continue alignment select Resume H curve 10 1 2 Vertical al...

Page 120: ...to confirm and enter the interface of the point 01 input as hown in picture below Define V 01 Mark Clear B S Enter Height Len Then you can input the Mark Height and Len for other points in order Finally press ESC to end inputting and enter the interface of List of V curve The operations of the key about Save View and Add refer to element method After finishing defining H and V curve the last input...

Page 121: ... because you can divide any long road into several pieces and save them into several line type files Left deviation Right deviation 520 Mileage 510 530 Mileage increment Altitude difference Midcourt line Midcourt line Left deviation Right deviation The steps for staking out road way are as followed 1 Select LS files for stake out 2 Setup station 3 Setup BBS 4 Inputting Roadway parameters including...

Page 122: ...ted to select horizontal vertical alignment LSV if you need it press ESC if don t need it press ENT If you have already opened the shape file successfully press ESC to end the dialogue If not then repeat the steps above until the file is selected and opened 10 2 2 Setting station and BBS backsight point See reference in setup BBS and setup station 10 2 3 Stake out road Before staking out Roadway p...

Page 123: ...tain new mileage Switch between Roadway Right Roadway Center Roadway Left Switch between Roadway Left Roadway Center Roadway Right This interface displays the mileage of the mark You can press ESC to exit or Press S O to enter the interface setting put point information as following Pt n Code Save Enter N E 126595 622 326532 868 324 325 Z 100 0 The Pt n indicates the mileage of the mark selected w...

Page 124: ...an select Dist to stake out by polar coordinate or Coord to stake out by coordinate which refer to 9 2 2 Polar Coordinates and 9 2 1 Stake out The key ESC in every interface above can return to the interface of Roadway Center right left to help you select mark to be staked out ...

Page 125: ...n 1 In the calibration if the level bubble diverges from the center use the foot spiral which parallels the leveling tube to adjust to make the bubble move half of the distance to the center For the remaining use the calibration needle to turn the level calibration screw in the right of the water level to adjust the bubble to the center 2 Turn the instrument 180 to check that whether the bubble is...

Page 126: ... make the bubble in the center When the bubble is in center make sure the fastening force of the Three calibration screws are consistent 11 3 Reticle of the telescope Check 1 Aim at a target A from the telescope after leveling the instrument the cross wire on the reticle Lock the instrument with vertical and horizontal locking knob after aiming at A 2 Rotate the vertical slow motion knob move A po...

Page 127: ... Unscrew the three fixed screw evenly with screwdriver rotate the reticle around collimation axis to make A point on the vertical line of the reticle 3 Tighten the screw evenly test the calibration results with the above methods 4 Cover the reticle Fixing screw Eyepiece 11 4 The Perpendicularity of Collimation axis and Cross axis 2C Check 1 Set a target A in about 100m away and make sure the ...

Page 128: ...ntal angle e g HA R 190 13 40 4 If 2C L R 180 30 20 the instrument need to be calibrated Calibration 1 Use the horizontal slow motion knob to adjust the horizontal angle to the right reading which has eliminated the C R C 190 13 40 15 190 13 25 2 Take down the reticle bed cover between the telescope eyepiece and focusing hand wheel adjust the calibration screw of the crosshair on the left and righ...

Page 129: ...elescope vertical Angle 3 Screw the leveling screw towards one direction for circumferential distance around 10mm the vertical angle displayed will disappear through the process and Tilt over appears to the column It indicates that the inclination of the instrument is over 3 which is over the range the instrument was designed to compensate Screw the leveling screw back towards the opposite directi...

Page 130: ...he compensator before calibrating and checking index error Check 1 Turn on the instrument after placing and leveling it and focus the telescope on a clear goals A to get the face left reading of vertical Angle L 2 Turn the telescope around and aim at the same target A and get the face right reading of vertical Angle R 3 Assume that the zenith of the vertical angle is 0 then angle i L R 180 2 or An...

Page 131: ...iew or laser flare 3 Turn the feet screw make the center mark of the plummet coincide with the cross center 4 Rotate alidade every turn of 90 observe the contact ratio of the optical plummet and cross center 5 When rotate the alidade the center of the optical plummet always coincide with the cross center there is no need to calibrate Otherwise you should calibrate as the following methods Calibrat...

Page 132: ...t is inspected when it out and correct it inside the machine make K 0 Instrument constant change rarely but we suggest that check it this way for one or two times each year The checkout should be done in the standard baseline or you can take the following simple method Checkout 1 Choose a flat field A to set up and level the instrument mark three points A B C in the same line their interval is 50m...

Page 133: ... the new value should be set as 20 5 15 Input 15 through menu 6 2 and then confirm Use the vertical line of the reticle to orientate make A B and C at the same line accurately There must be a clear mark for point B on the ground to focus Whether the prism center of the point B coincide with the instrument center is the guarantee of checking the accuracy so you have better use tripod and all purpos...

Page 134: ...strument has been calibrated red laser beams will coincide with the line of sight The external influence such as the vibration the larger temperature change and other factors may make laser beam and viewing not overlap Before precise ranging you should check whether the direction of the laser beam is coaxial Otherwise it could lead to inaccuracy Warning Looking straightly at the laser is dangerous...

Page 135: ...de face of reflector If laser center coincide with the crosshair center it indicates that the adjustment meet required accuracy If the offset between the point position and the mark of crosshair is out of limit it will need to be sent to professional department for adjustment If the reflector is too bright under the illumination of laser beams the grey side can be replaced by the white side ...

Page 136: ...The tube length 130mm Compensator System Photoelectric integrated dual axis compensator Working range 3 Distance measurement IR Ranging Non prism mode1 600m Single prism mode 3000m Time for a measurement Precision 0 8s Tracking 0 3s Standard deviation Non prism mode 3 2ppm D mm Prism mode 2 2ppm D mm Mini readout 1mm Communication Internal data storage 20000pionts Standard equipped 8G Udisk Port S...

Page 137: ...e range operation 20 50 Temperature range storage 25 70 Splash and dust proof IEC 60529 IP66 Weight Weight of instrument without battery 3 7kg Weight of instrument box 2kg Power supply Battery type BT 30 High energy Lithium battery Voltage Capacity 7 4V 3400mAh Working duration 16 hours Under 25 with a new battery measuring once for every thirty seconds Number of measurements Approx 12 000 1 Refer...

Page 138: ...126 The provision of the indicators with reference to the enterprise standard Q 320507 ATS HGR01 2010 type total station ...

Page 139: ... 92 4612 4 751 SA A3 1 800 CODE1 HV 63 2349 89 2547 NOTE this note Every record consists of two lines The information of first line record type name elevation code Such as STA refers to station point BKB refers to back sight Angle data BS refers to back sight SC refers to coordinate data SD refers to distance measurement data SA refers to Angle measurement data The second line information data typ...

Page 140: ...the following data are coordinates with the order ENZ HVD refers that the following data are horizontal Angle and vertical Angle and slope distance HV refers that the following data are horizontal Angle and vertical Angle ...

Page 141: ...angle ans diatance data are transferred by a form of fixed length of 7 byte The unit of angle is and the distance unit is mm Command frame list means connection 1 Check communication Ask STX T C CR Respond X_ON 2 Set the horizontal angle Ask STX S A HHHHHHH CR Respond X_ON HHHHHHH indicates azimuth angle Example 120 43 55 can be explained 1204355 3 Read angle data Ask STX R A CR Respond STX R A HH...

Page 142: ...0 STX R D HHHHHHH VVVVVVV DDDDDDD CR HHHHHHH is azimuth angle VVVVVVV is vertical angle DDDDDDD is slop distance 5 Start measuring Ask STX D S CR Respond X_ON 6 Stop measuring Ask STX D T CR Respond X_ON ...

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